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RF-16-344 Miami Shores Village TN,EC , Building Department aA- OO 2016 g p10050 N.E.2nd Avenue,Miami Shores, Florida 33138B Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 c�� BUILDING Master Permit No. R r Q-I1D--3gPi PERMIT APPLICATION Sub Permit No. ((; `GJ ❑BUILDING ❑ ELECTRIC ROOFING MREVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP n CONTRACTOR DRAWINGS JOB ADDRESS: q�oj Iv j r\ ox e _ v City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:: I Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): M an l► �� Phone#: Address: gg0j fVVj 0'kb\& PL City: fAr-41)0 ra� State: rt_ Zip: 3:3 Q I Tenant/Lessee Name: Phone#: Email: �„ ery 1 CONTRACTOR:Cornpany 1 \Name; � A.\ wodeK �0c41y\A Phone#: 1� a7 rp7 gSgD Address: 3�9 4 1 s m, 1 0+h--rerr hA City: 1 v`�ICA.MC(r __ II,��11�� State: FL Zip: y� �od eK Qualifier Name: kwl i1ou Phone#: State Certification or Registration#: Certificate of Competency#: t)I2 m®o0ou DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: b a a t0 al -S 01n q00 s to- b oral i i, q 06 corn cxj'f$-� r®a� -i-i 1 e 4 Specify color of color thru tile: wh i+?- 41 k-1. tY Submittal Fee$ Permit Fee$ 3S' CCF$ CO/CC$ 0 TT�� Scanning Fee$ 'to�l Radon Fee$ DBPR$, Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ i Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement dnd construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 4�z� Signature v, O NER or AGENT - CONTRACTOR The foregoing instrument was acknowledged before me this Theforegoinginstrument was acknowledged before me this day of 1 `A � 20 �� by W day ofZL `- ,20 by Viy y,is personally kno�wnn to � �,who is sonaHq krtearn to me or who has produced JIMb s me or who has produced as identification and who did take an oath. identification and who did take an oath. ,��g1111111111/lj NOT4PUB NOTARY PUBLIC: °�° pNSign: Sign:1 Print �—�/� Print: A. aoMdOa��'• p� •.••wt • . o°� Seal: Seal: p�CIC ft'.oExpims ic State of Florida rpzsion Fr 1567;0 NOF 312018 APPROVED BY �� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) v ls.�hnn^cIABNI 1 i ROOF AWMIM UM AND RGOR UP WRUCTURn Rwft g COO SM Mon(=14) High-Volo lty Hurricane Zone UMffimrm Penmit Appiication Form Section D(Steep Sloped Roof System) ••.. Roof Sydwn Msnu w*wer. ...•• ... Notke of Accept Number: -Q �Qv a c�(� •••••• • A Wind Pry.If ke(Fran RAS 127 Cakx�atio s): �....' ' P1: P1: ..... ...... so Deck Type: •••••• wood . . .. .. .... ...... Raaf Sbna!-1 Titpe Underleyment121 insk,lefiorx 1 J f Hire Barrier: I Ridge Veru ? Fastener Type&Spacing. 14Ion t Oct AdheWve Typo: �vS ��1A S+t Type Cap Sheet ©OE�Y L h J�MSM�7Ro7ccfeiglt: Roof Coveting: I ljoroAi !s Eo I or - re .i 7dC Type&Size Drip Ol� Edge: y tY T 0s ops ge 13 �'J�*IFF ®ASE Lfj G CE RE R=hmVISION u WITHAlrr)UI.111nMS MONDA kms—sup.00tq a g=T=(=4) ism HIGH-VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High v HwriCaM Zone Ur fWM pamd,APPpCatkm Fom. eggs ... ...... s Section E (Tits Catcutationsi goose: ••s e .: •.s. e• .... ...... For Moment based trite s *sees* • ystems,choose either Method 1 or 2.Compartnl the values for Mrwith the values from Mf.If the M val •••••• • r ass are greater than or equad�e Mr'■■■■• 00 values,for each area of the roof,then the the attachment method is acapirablo, go 0 .. .• .. ..' Method 1 "Moment Based Tile Calculations Per RAS I Owe a Mr •• ...gee ■ Mr Mr00 ■ Method 2"Simplified Tile Calculation Per Table Below" • Aiu­ Required Moment of Resistance(14r)From Table Below '. Product Approval P& M,Required AAometlt Resistances Mom Roe F19-19R. —►Roalskope 15• 209 2V 3W 40' t3.12 3.4 38.6 38.2 38.7 422 32.2 34A 380 374 30.4 38.8 • 322 36.1 37.3 : b:12 28A 30.1 31.6 328 $ 6:12 ' • 26'4 28.0 28r4 30,6 324 7:12 24.4 26.8 Z7.1 28.Z 3D.0 : *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. • For Uplift based file systems use Method 3. Compared the values for FWith the values for Fr.If the F' values are greater than or equal to the F,values, for each area of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" w:= j–W:—x cos 9.• = FN• (P2: x l: _ • a w:_)–W:_x cos g_ = Fn: F W: 1 cos 8.-- : F • Where to Obtain Information Description S miml Where to find 1&sIp Pressure PI or P2 or P3 RAS127 Table 1 or by mt end analysis pmpmed by PE bmsedon ASCE ` 7 i Mean Roof Hsi !i Job y c Roof Sopa a Job Site M Her x PhNIMApproW Rtftrhw Mame dna m Gravity b prA AttachmcatResistanee Mr Product : Alonxnt Resista�ux M, Calcu>med Minimum MadgkM Resiomm p Rogubal U ift Rssistarttx F • A Tile 14't i {ro • : TileDinrer�sions k=hmgthF!rWWJCtAA�pffpruvaaJ w=vkidih : All calewmiam must be submitted to the Building Ofliciai m the time YrPVW1 applicagom • 44.24 ■ 2010 FLORIDA BUILDING CODE—RESIDENTIAL MIAMbDA ' MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERM ITING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �0�de.eov/sera Boral Roofing LLC. 0:00 •..... 7575 Irvine Center Drive Suite 100 •• "" •• Irvine,CA.92618 000: "•••• SCOPE: •••• •••.. This NOA is being issued under the applicable rules and regulations governing the use of coa%V�Ittion flj�tcriels.Tie • documentation submitted has been reviewed and accepted by Miami-Dade County PERA-•Pwxkct Control Section to• • be used in Miami Dade County and other areas where allowed by the Authority Having JuAsdict;n(AIiJ),:• .. ;• P ... This NOA shall not be valid after the expiration date stated below.The Miami-Dade Coun Product C•onrt:ol Sectio$. (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to h'aUe this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 11-0713.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0308.20 JAPPROVEDI-DIAW Expiration Date:09/21/16 Approval Date:06/21/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category Roofing Sub Category: Roofing Tiles Material: Concrete .... • • 00 1. SCOPE •• . •• 0000.. This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Ro 03& LLC in sake Walm'"' FL. and described in Section 2 of this Notice of Acceptance. For locations where tic Tres sure rQgWgement,,•aa- determined by applicable Building Code does not exceed the design pressure values abtaled byrooleulations.ia. compliance with RAS 127 using the values listed in section 4 herein. The attachrn&T ZaTdulatigjA jql be dor6.' as a moment based system. '• • ....•• 0000.. • • .000.0 00000 . 2. PRODUCT DESCRIPTION • .. . 0000 0000.. • Manufactured by Test Product .. • Applicant Dimensions Specifications Description Monier Lifetile LLC Villa 1= 17" TAS 112 Low profile,interlocking,high pressure extruded 900 w= 13" concrete roof tile equipped with one nail hole and '/2"thick double roil ribs. For direct deck or battened nail- on,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at w=varies hips,rakes,ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Nutting Engineers 13343.1 TAS 112 Apr.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) NOA No.: 12-0308.20 APPROVE �D1 Expiration Date:09/21/16 Approval Date:06/21/12 Page 2 of 7 2.2 EVIDENCE SUBMITTED Test Aaencv Test Identifier Test Name/Report Date Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail-On) 0000 0 The Center for Applied Project No.307025 Wind Driven Rain •0•• 'W� 199 •••;• Engineering,Inc. Test#MDC-76 TAS 100 000000 9606 •• The Center for Applied 25-7183-1 Static Uplift Testing 0•' ' Feb. 19915 0000 Engineering,Inc. TAS 102 000000 0000 0000 0*000 (2 Quik-Drive Screws,DirecA i1w,.c) 0 0 0 0 0 0 0 • 00000 .. .. •• • 0000.. The Center for Applied 25-7183-2 Static Uplift Testin$o0 Veb. 1995 •, Engineering,Inc. TAS 102 ;06000.4. (2 Quik-Drive Screws,Bariens; 0 0 0 0 :000* The Center for Applied 25-7214-2 Static Uplift Testing 'Match, 1995 Engineering,Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw,Direct Deck) (1 Quik-Drive Screw,Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4& 5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers May 2006 Walker Engineering,Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Evaluation Calculations Restoring Moment Due to Gravity April 2006 NOA No.: 12-0308.20 APPROVED Expiration Date:09/21/16 Approval Date: 06/21/12 Page 3 of 7 3. LIlVIITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications 5padards listed section 4.1 herein. 0.0000 •..••• 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to Ifie roof slo-P. . 0000.. I'unless state$. . 0000.. otherwise by the underlayment material manufacturers published literature. •••;•• • ...... 3.6 This acceptance is for wood deck applications. Minimum deck requirements 'li� lr be in FbmpUance•with • 0000 0000 0000. applicable building code. •••••• •••• ••:••. . . . . . .. .. .. . 0000.. 4. INSTALLATION •••••• •• . . . . 000% 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in stri:t complian4C•�6M Rogjing Application Standard RAS 118,RAS 119,and RAS 120. •.. 0000 00009. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w(ft) Villa 900 Concrete Tile 10.94 1.425 1.08 Table 2: Aerodynamic Multipliers -I(f3) Tile X(ft3) A.(ft3) Profile Batten Application Direct Deck Application Villa 900 Concrete Tile 0.289 0.289 Table 3: Restoring Moments due to Gravity- M9 (ft-ibf) Tile 3":12" 4":12" 5":12" 6":12" 7"A2" or greater Profile Villa 900 Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Tile Deck Deck Deck Deck Deck 6.79 7.70 6.73 7.62 6.63 7.51 6.50 7.37 6.36 7.21 NOA No.: 12-0308.20 MIAMM�►DE COUNTY p. Ex iration Date:09/21/16 • • Approval Date:06/21/12 Page 4 of 7 1 r Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 16132" plywood) (min. 19132" plywood) Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 0000 1 #8 Screw 25.8 25.8• •••• 2.9 ••••• 2#8 Screw 47.1 47.1 " ' :00149.1 1-10d Smooth or Screw 24.3 24.3:::;•• owe0 24.2 0000. Shank Nail Field Clip) 0 0.. 0000 4•••• 1-10d Smooth or Screw 19.0 19.000000' 22.1 ...0. . Shank Nail Eave Clip) 60.40• 0.06 0.000 2-10d Smooth or Screw 35.5 35.500 06 . 0 00 34.8 0000: 4666. Shank Nails Field Clip) • 2-10d Smooth or Screw 31.9 31.90 ;•'••32.2 • Shank Nails Eave Clip) 00 .060 :0000 .. . Table 5: Attachment Resistance Expressed as a Moment Mf(ft-ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile Adhesive 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3M TM 2-Component Foam Roof Tile Adhesive AH-160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 86.61 3M 2-Component Foam Roof Tile Adhesive AH-160 45.5 3 Large paddy placement of 54 rams of Pol Pro"". 4 Medium paddy placement of 24 rams of Pol ProTm. Table 8: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Villa 900 Concrete Tile Mortar Seto 20.60 5 Seespecific mortar manufacturer's Notice of Acceptance NOA No.: 12-0308.20 -JAPPROVED I rrY Expiration Date:09/21/16 Approval Date:06/21/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". 0000 . . 0000 0000.. LABEL FOR VILLA 900 CONCRETE TILE " ' ;"' •• 0000.. •••• 0000•• (LOCATED ON THE UNDERSIDE OF TILE •• • • • 0000•. 0000 0000 • • 6. BUILDING PERmn REQUIREMENTS: •••• •••• ••••• 0000.. 0000 0000. 6.1 Application for building permit shall be accompanied by copies of the•fol�owing ••' 0 000000 6.1.1 This Notice of Acceptance. •••••• • 6.1.2 Any other documents required by Building Official or Applicable uildirlg colc in order to properly evaluate the installation of this system. •••••• .. 0000 NOA No.: 12-0308.20 ►MFAPPReCD I Expiration Date:09/21/16 Approval Date:06/21/12 Page 6 of 7 PROFILE DRAWING Na$ holes �— 11/2 .... •••• •• 000000 0*0: :000 •••• •••• ••••• •••••• •••w •••e• •• •• •• • •••••• • • ••• • • • . • �1/8n 00009 17" • . . ...... 00 • Underiock 13" VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 12-0308.20 MIAMFOADE COUNT1f . Expiration Date: 09/21/16 Approval Date:06/21/12 Page 7 of 7